Plan for the State-Threatened Eastern Sand Darter

Jenny Skufca Arcadis U.S., Inc. Incidental Take Authorization Coordinator 1717 West 6th Street Illinois Department of Natural Resources Suite 210 One Natural Resources Way Austin Springfield, IL 62702 Texas 78703 Tel 512 451 1188 217-557-8243 Fax 512 451 2930 www.arcadis.com

ENVIRONMENTAL Subject:

Marathon Pipe Line LLC, Muddy Creek WRCL 739 Pipeline Maintenance Project, Cumberland County, Illinois; Date: June 29, 2017 Conservation Plan for the State-threatened Eastern Sand Darter

(Ammocrypta pellucidum). Contact: Scott Walker Illinois Department of Natural Resources Conservation Plan Phone: (Application for an Incidental Take Authorization) 512-527-6076

Per 520 ILCS 10/5/5 and 17 Ill. Adm. Code 1080 Email: [email protected] PROJECT APPLICANT: Marathon Pipe Line (MPL)

PROJECT NAME: Muddy Creek WRCL 739 Pipeline Project Our ref: 03256301.0003 COUNTY: Cumberland ARCADIS U.S., Inc. AREA OF IMPACT: Muddy Creek TX Engineering License # F-533 Geoscientist License # 50158

According to Title 520 of the Illinois Combined Statutes (ILCS), Section 10/5/5, the Illinois Department of Natural Resources (IDNR) may authorize, under prescribed terms and conditions, incidental taking of threatened and endangered species if the project applicant submits to IDNR a conservation plan. The conservation plan must include the following: 1. A description of the impact that the proposed taking is likely to have on one or more species on the Illinois list; 2. The measures the applicant or other parties will take to minimize and mitigate that impact and the funding that will be available to implement those steps, including but not limited to bonds, insurance, or escrow; 3. A description of the alternative actions to the taking the applicant considered and the reasons why those alternatives will not be used;

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4. Data and information to assure that the proposed taking will not reduce the likelihood of the survival or recovery of the endangered species or threatened species in the wild within the State of Illinois, the biotic community of which the species is a part, or the habitat essential to the species’ existence in Illinois; 5. An implementing agreement that specifically names, and describes the obligations and responsibilities of all the parties that will be involved in the taking as authorized by the permit; and 6. Any other measures that IDNR may require as being necessary or appropriate for purposes of the plan.

The enclosed Application for Incidental Take and associated Conservation Plan provides the applicable project information required under 520 ICLS 10/5/5.

PROJECT DESCRIPTION

Based on information provided by Marathon Pipe Line Company (MPL), the WRCL 739 pipeline crosses Muddy Creek approximately two miles west/southwest of Jewett, Illinois (Figure 1). The location of the maintenance site is within Muddy Creek at 39.1987° N and 88.2807° W, less than 100 feet south of the crossing of Cumberland Road. The site is approximately one mile east of Woodbury, Illinois. MPL has an active easement with the landowner providing right of way to lay, maintain, operate and remove a pipe line for transportation of oil. A copy of the easement is enclosed as Attachment D. Table 1 provides the property ownership information, address, and legal description of the property.

Table 1. Property Ownership Information, Address, and Legal Description Property Property Tax Parcel Identification Legal Description Owner Address Number

508 East 508 E Cumberland Donald Cumberland, 12-26-100-001 Greenup, IL 62428 Holsapple Trust Greenup, IL 62428 217-923-5673

Judy Shafer 15 11Th St. 984 U.S. Route 40 C/O Thad 12-26-100-001 Jewett, IL 62436 Shaffer & Judith Jewett, IL 62436 K. Shafer 217-923-3833

The construction efforts that Marathon proposes (Proposed Action) will be to cover and stabilize the pipeline using a geotextile matting system and rock riprap. The pipeline is currently exposed across Muddy Creek for approximately 69 feet within the ordinary high water mark (OHWM) (Figure 2). The area of disturbance within Muddy Creek associated with the proposed pipeline maintenance activities extends 30 feet upstream and downstream of the pipeline centerline, delimiting a 60-foot survey corridor. The OHWM at the pipeline crossing is approximately 69 feet; therefore, the survey area is approximately 4,140 square feet (0.095 acre) (Figure 2).

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The 50-foot wide MPL pipeline right-of-way (ROW) has one 10-inch diameter product line (WRCL 739) that crosses Muddy Creek at Station 5543+68 in Jewett, Cumberland County, Illinois. A railroad bridge is located upstream of the pipeline. The WRCL pipeline is exposed in the creek for approximately 69 linear feet due to bed degradation and bank migration. MPL proposes to armor the WRCL pipeline with a system of articulating concrete revetment mattresses and to install subgrade rock grade control and erosion control blanket to cover and protect the pipeline. First, the project area will be dewatered and then graded as necessary. A woven geotextile material will be placed atop the grade, followed by the installation of the Submar mat system. The mats will extend across the creek from the right-descending high bank to the left-descending high bank as depicted on the attached design drawings. The flank edges and the upstream and downstream edges of the mat system will toe in to 2-foot deep and 3-foot deep excavated anchor trenches, respectively, that will be backfilled with existing material. A 3-foot deep by 10-foot long subgrade rock grade control will be installed on the downstream end of the mat system to prevent head-cutting from progressing upstream, and erosion control blanket will be placed on disturbed areas of the project site. Submar’s mat system will cover and protect the WRCL pipeline in the matted area. All work will be done with a Caterpillar 329 Trackhoe, a mini trackhoe, and a skid steer. The site will be accessed from the west bank ROW which will be entered from a private gravel road off Cumberland Rd approximately 800 feet west of the crossing. Equipment will be staged along the west bank ROW 100-feet from the west bank of Muddy Creek.

Project Schedule The project is proposed to begin in September and will take approximately four weeks to complete. Installation of the impact avoidance exclusion barriers, described in further detail below, will be conducted prior to the maintenance activities within Muddy Creek. Installation of the exclusion barriers will take approximately two days to complete. Following installation of the exclusion barriers, initial equipment mobilization and site preparation will be completed in approximately one week. Stabilization of the pipeline via installation of the geotextile matting will take approximately 2 weeks to complete. Site stabilization, cleanup, and equipment removal will take an additional week to complete. Once all equipment has been removed from the site, and final site stabilization has been conducted, the exclusion barriers will be removed. Therefore, the proposed project completion date is approximately 4 weeks from date of project start.

ALTERNATIVE ACTIONS

Proposed Action The Muddy Creek WRCL 739 pipeline has become exposed to the elements resulting in potential structural integrity and stability issues necessitating the maintenance activities. Natural lateral erosion of the stream channel, down-cutting within the channel, down-cutting within the channel, and migration of the thalweg has occurred over time due to normal stream flow and from periodic high-velocity/intensity flood events. The proposed maintenance effort will cover and stabilize the pipeline using a geotextile matting system and rock riprap. This method is based on similar projects within the area, and across the country, which provides long-term pipeline protection. The proposed impact avoidance measures are

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based on conditions observed within the project area, available biological resource information, and current scientific literature.

Alternative Action Removal of the existing pipeline, and installation of a new pipeline using hydraulic directional drilling (HDD) install methods, was evaluated for this project. However, the cost of pipeline installation via HDD is prohibitively expensive, yet the project would still require similar impacts to Muddy Creek associated with the removal of the existing pipeline. Removal of the existing pipeline would require cutting back the stream banks with heavy equipment to expose the pipeline, cutting the pipeline, capping the remaining pipeline ends, and removal of the pipeline from the creek using heavy equipment. This alternative would still have similar project impacts on Muddy Creek, and would require installation of the impact avoidance measures described below, but would incur a significantly higher overall project cost due to the HDD methods. As a result, this alternative was not chosen as the proposed action.

No-action Alternative The No-action alternative would result in continued stream bed degradation, which could increase the probability of property damage, petroleum products release, and impacts to surrounding habitat and species present.

BIOLOGICAL DESCRIPTION OF AFFECTED SPECIES

Eastern Sand Darter The Eastern sand darter (Ammocrypta pellucida) is listed as threatened in Illinois (Illinois Endangered Species Protection Board, February 22, 2011). The species belongs to the class Actinopterygii (ray-finned fishes), order Perciformes, and family Percidae (Adams and Burr, 2004). The species is a terete and pellucid darter with a row of 9-13 brown dots along the lateral line, and a similar row along the dorsal ridge (Smith, 1979). A pronounced snout exhibits dusky markings, and several rows of scales above the lateral line are distinctly pigmented when compared to the body. The species has 8-10 dorsal spines, 8- 10 anal rays, and one anal spine, with widely separated dorsal fins. There is not a needlelike spine projecting backward from the opercle. The eastern sand darter is similar in appearance to the western sand darter (Ammocrypta clara), but has more scales and pigment and lacks the opercular spine. Maximum length of the eastern sand darter is approximately three inches. The eastern sand darter occurs in rivers of high water quality over beds of pure sand, where it buries itself for protection and cover (Adams and Burr, 2004; Smith, 1979). Microhabitat variables such as substrate, water depth, and water velocity have been found to account for significant variation in species abundance, and the presence of sand substrate alone accounted for 46 percent of the variance (Daniels, 1993). In field collections, Daniels (1993) and Facey (1998) found eastern sand darters were most abundant on the depositional bank of the channel, directly downstream of a bend. The eastern sand darter mostly consumes midge larvae. The known locations of the eastern sand darter are in Illinois, Kentucky, Indiana, Michigan, Ohio, West Virginia, Pennsylvania, Vermont and New York. Within Illinois, there are 36 recorded occurrences yielding 500 individual eastern sand darters. The location of this species is primarily in the Embarrass River and

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its tributaries, with a limited population in the Middle Fork Vermilion River. Although the study area does not occur within the Embarrass River, Little Wabash drainage, or Wabash River, Muddy Creek is a tributary of the middle Embarrass River, located approximately 4.5 river miles to the east/southeast. Observation of eastern sand darters in the Muddy Creek project area potentially constitutes a new occurrence of the species. Spawning activities of the eastern sand darter are typically between May and September and have only been observed in laboratories (Adams and Burr 2004). Studies have shown that spawning occurs in water temperatures between 14.4 and 24.4 degrees Celsius (°C) and in areas with low silt levels. The male initiates the process by chasing the female. The female then moves to the sandy bed material where the male mounts her and they vibrate to bury their tails in the sand. Other males will often move beside the mating pair and begin vibrating. The eggs are deposited in the sand individually. The female lays an average of 71 eggs. Eggs are translucent, spherical, and adhesive, with an average size of 1.4 millimeters (mm). After spawning, there is no parental support. The young hatch at a length of 5.5 mm. The males and females typically mature by the end of the first year while, although some females may not mature until their second year. The typical life span is two to three years, with a maximum of four years. Arcadis conducted a presence/absence survey for eastern sand darters within the proposed project footprint in Muddy Creek on August 23, 2016. The survey was conducted in accordance with the general methods described in Status Survey and Management Implications of the Harlequin Darter and Eastern Sand Darter in Southeastern Illinois (Henry et al., 2009), supplemented by Rapid Bioassessment Protocols for Use in Streams and Wadeable Rivers (Barbour et al., 1999). The survey was conducted using a combination of backpack electrofishing, seining, and dip-netting. Two variable-voltage backpack electrofishers were used: Smith-Root Model LR-20B and a Halltech HT-2000 backpack unit. The seine consisted of a 4' x 20' minnow seine with 1/4" mesh and the dip-nets were made of 1/8" mesh. The guidance literature suggested using two seining methods to survey for eastern sand darters in waters that are less than one meter in depth, with low stream velocity, and with relatively few sampling obstructions (e.g., snags, boulders, large debris): kick sets and downstream hauls. For kick sets, two biologists position the 20' seine downstream of the habitat to be sampled while the backpack operator shocks their way downstream toward the net, disturbing substrates, logs, and rocks with their feet as they walk. This method is typically employed in areas where the stream current is sufficient to sweep stunned fishes into the net and over complex habitats (e.g. areas with snags, woody debris, cobbles, etc.). Downstream hauls are conducted by having two biologists pull the 20’ seine downstream, keeping the lead line in contact with the substrate, while the backpack operator walks in front of the net sweeping the anode back and forth just in front of the net. This method is typically employed in runs, pools, and riffle edges with few snags. However, due to extremely low flow rates in the study area (less than 0.5 cubic feet per second [cfs]), kick sets were not conducted as there was insufficient flow to sweep stunned fishes into the downstream seine. Thus, Arcadis utilized a combination of backpack electrofishing with dip-nets, followed by downstream and upstream seine hauls paired with backpack electrofishing. Stream morphology consisted of a shallow riffle complex at the northern margin of the study area (upstream) that transitioned into a long, slow moving pool. The long pool was located within the project area (i.e., the area of direct impact), but the riffle complex was located outside of the area of direct impact. Stream width was approximately 60 feet and water depth ranged from approximately one foot at

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the northern study area boundary to greater than six feet at the southern boundary. Streamflow within the study area was low, averaging less than 0.5 cubic feet per second (cfs). The substrate of Muddy Creek within the study area consisted primarily of soft clay and silt; however, the riffle complex exhibited a gravelly-sand substrate with occasional cobbles, boulders, and an adjacent depositional sand bar. Five darter species were collected during the presence/absence survey, including five eastern sand darters. All darter species, including the five eastern sand darters, were collected from the riffle complex with gravelly-sand substrate (located outside of the area of direct impact), which is consistent with the typical habitat requirements of the species.

SPECIES IMPACT ASSESSMENT

During the pipeline maintenance project, eastern sand darter individuals that are present within, or adjacent to, the area of proposed impact may be taken if not relocated or excluded from the impact area prior to maintenance activities. If present during the maintenance activities, the placement of the geotextile matting and rock riprap could crush individuals, resulting in a direct take. Additionally, the placement of geotextile matting and rock riprap could cover suitable habitat, thereby permanently removing it from the aquatic ecosystem. However, the installation of exclusion barriers, paired with species collection and relocation efforts during the installation of the exclusion barriers, will reduce or prevent direct impacts to eastern sand darters. Additionally, the eastern sand darter habitat observed during the presence/absence survey is located outside of the project impact area. Therefore, the placement of geotextile matting and rock riprap will not permanently remove eastern sand darter habitat. The area to be impacted by pipeline maintenance activities is approximately 4,140 square feet (0.095 acre). Due to the size of the proposed maintenance area, effects on the eastern sand darter and its habitat will be negligible. During maintenance activities, MPL anticipates the potential to take one to two eastern sand darters. The proposed maintenance of the pipeline is not anticipated to impact the continued use of the stream segment by the eastern sand darter. The substrate of Muddy Creek within the study area consisted primarily of soft clay and silt; however, the riffle complex exhibited a gravelly- sand substrate with occasional cobbles, boulders, and an adjacent depositional sand bar. This is consistent with the upstream and downstream observations of potential eastern sand darter habitat. No additional planned maintenance activities are expected to impact habitat for the eastern sand darter. Based on the proposed impacts, surveyed densities, and planned recovery and release of the fish from the affected area, no long-term effects on the eastern sand darter are anticipated.

IMPACT MINIMIZATION AND MONITORING MEASURES

The project will seek to minimize the effects of the pipeline maintenance rather than mitigate the impacts. To minimize the possible effects of construction on eastern sand darter, MPL proposes to perform isolation and exclusion measures within the active stream channel. Block nets will be installed at both upstream and downstream locations based on the pipeline crossing, site characteristics, and in consideration of the type and extent of the planned in-water work. The block nets will be composed of nylon mesh (approximately 9.5 mm). The netting will be secured with anchor bags, filled with gravel, and will be left in place for the duration of the maintenance activities. A qualified biologist will conduct visual inspections of the block nets to ensure proper function and to remove debris or fish tangled in the net. Existing bed materials will not be used to fill anchor bags. Disturbance to the stream substrate will be

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minimized by working within the proposed construction area between the block nets. Once the block nets are installed, fish remaining between the nets will be captured and removed. Seining and dip netting will occur prior to electrofishing to further minimize and avoid take of the eastern sand darter, as described below.

Electrofishing Electrofishing will be conducted once netting methods have been implemented. To minimize the risk of injury to fish, electrofishing will not be conducted under poor water visibility conditions. Block nets will be monitored for stunned fish that float downstream after being shocked. Arcadis’ biologist will ensure that electrofishing attempts use the minimum voltage, pulse width, and rate settings necessary to achieve the desired response (galvanotaxis). Water conductivity will be measured in the field prior to each electrofishing attempt to determine appropriate settings. Electrofishing methods and equipment will comply with guidelines outlined by the NMFS (2000). If the fish present in the project area do not exhibit a response to electrofishing, the settings will gradually be increased until the appropriate response is achieved. The lowest effective settings for pulse width, pulse rate, and voltage will be used to minimize risks to both personnel and fish. Safe implementation is a high priority and biologists will ensure the safety of all individuals assisting with electrofishing attempts, including planning for and providing all necessary safety equipment and materials (e.g., insulated waders and gloves, first aid/CPR kit, a current safety plan with emergency contacts and phone numbers, etc.). Only individuals that are trained and familiar with the use of electrofishing equipment will provide direct assistance during electrofishing attempts.

Holding and Handling Fish handling will be kept to the minimum necessary to remove fish from the isolated work area. Fish capture and removal operations will be planned and conducted to minimize the amount and duration of handling. Biologists will maintain captured fish in water to the maximum extent possible during seining/netting, handling, and transfer for release. Biologists will ensure that water quality conditions are adequate for fish in the holding tanks (buckets, or coolers). Biologists will make all efforts to provide a healthy environment for captured fish, including ensuring low densities in holding containers to avoid effects of overcrowding. Large fish will be kept separate from smaller fish or released downstream to avoid predation. The operations will use water-to- water transfers whenever possible. Once the maintenance activities are completed and the block nets have been removed, the fish being held will be released upstream of the disturbance area near the original sampling location where the darters were captured. MPL does not anticipate the need to monitor the effects of the maintenance measures on the eastern sand darter beyond the completion of construction.

Continued Use of the Project Area Following completion of the proposed maintenance, the stream banks will be recontoured to resemble pre-construction conditions and disturbed areas will be stabilized with a native seed mix to prevent soil erosion and stream sedimentation. Once stabilized, all equipment will be removed from the site and the

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exclusion barriers will be removed from Muddy Creek. Removal of the exclusion barriers will allow unrestricted use of, and movement within, Muddy Creek by all aquatic species, specifically the eastern sand darter. The natural hydrology of Muddy Creek will be unaffected by the proposed maintenance activities. Therefore, the proposed maintenance of the pipeline is not anticipated to impact the continued use of the stream segment by the eastern sand darter.

Mitigation Because MPL is already implementing species impact avoidance measures (e.g. only placing pipeline stabilization material outside of suitable eastern sand darter habitat) and impact minimization measures (e.g., installing exclusion barriers and relocating collected individuals), MPL proposes the following mitigation measure.  Additional presence/absence survey: MPL will conduct a presence/absence survey on 500 feet of Muddy Creek, 250 feet upstream and 250 feet downstream from the project area, to further identify and delineate potential eastern sand darter populations and habitat within Muddy Creek. The presence/absence survey will follow the survey methods conducted by Arcadis on August 23, 2016.  The IDNR has scaled the mitigation value for this potential authorization to $5,200. The IDNR scales aquatic species mitigation by analyzing the species status, species trend, project footprint size, degree of impact, estimated take; plus additional factors such as whether the project is a benefit to the species (such as dam removal), whether the habitat is unique, the duration of impact, and project contribution to public safety. The scaling concluded that mitigation should provide the equivalent of 20% of the value of a fish propagation project. The total value of a species propagation project is approximately $26,000. The check will be provided to the IDNR prior to construction

Monitoring MPL will conduct a site monitoring visit within the maintenance area approximately 30 days after project completion to ensure all disturbed areas are stable and the site is successfully revegetating. The monitoring will focus on evaluating in-stream water quality, habitat conditions, soil stability/erosion, and vegetation recruitment within the disturbed area. An additional two monitoring events will occur within 5 years of project completion per coordination with IDNR. The presence/absence survey proposed as mitigation above will provide added information about the eastern sand darter population within Muddy Creek, without directly impacting those individuals within the project area. MPL will prepare a site monitoring report to document the results and provide the report to IDNR within 30 days of project completion.

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ADAPTIVE MANAGEMENT PRACTICES

MPL does not anticipate any additional modifications to the in-stream habitat, or additional impacts to the eastern sand darter, as a result of the limited pipeline maintenance/stabilization activities. The project area has experienced natural lateral erosion of the stream channel, down-cutting within the channel, and migration of the thalweg due to normal stream flow and from periodic high-velocity/intensity flood events. These erosive effects have exposed the existing pipeline, which creates risks to the aquatic ecosystem due to potential pipeline rupture. The proposed maintenance activities will stabilize and protect the pipeline, stabilize the banks from continued erosion, and reduce downstream sedimentation. The streambed will be returned to relatively normal contours and elevations, which existed prior to the erosion and pipeline exposure. As a result, the project design, and associated best management practices, will not change the course, condition, and normal flows of Muddy Creek. These maintenance activities will further minimize impacts to eastern sand darter by reducing the potential for future stream channel degradation and downstream sedimentation on or near the pipeline crossing during flood events, which will help preserve the existing eastern sand darter habitat located immediately upstream from the project area. The maintenance activities will also reduce the risk of accidental pipeline rupture due to the pipeline exposure, which would have a significant detrimental impact on eastern sand darters, as well as other aquatic species. Should any future changes to MPL facility operations be proposed, which may have the potential to impact eastern sand darter, separate coordination would be initiated with IDNR. Future changes may include unforeseen erosion or design failure; unanticipated collection of flood debris, scour of the existing eastern sand darter habitat located upstream; changes in high or low flows (e.g., creating narrow, high- velocity channels or isolated low-flow pools). MPL currently conducts periodic operations and maintenance inspections on their pipelines to evaluate at-risk infrastructure and site conditions. MPL will continue to conduct these inspections within the project area.

Verification of Adequate Funding MPL is committed to funding the construction and operation of the Muddy Creek WRCL 739 pipeline, including any costs associated with constraints or conditions imposed by the permitting process. MPL has been anticipating the minimization and mitigation requirements addressed within this conservation plan and understand that if changes are made to the project that could potentially impact eastern sand darter resources, coordination with IDNR will be required. MPL verifies that adequate funding exists to support and implement all mitigation activities described in the conservation plan.

POPULATION SURVIVAL AND RECOVERY DATA

According to IDNR (2009), the eastern sand darter is found in the Embarrass River, but does not appear to inhabit the lowest reaches of the river drainage. The species is currently known to occur in the Middle Fork of the Vermilion River and the middle Embarras River; however, it is considered extirpated from the remainder of its range in Illinois, the upper Little Wabash drainage, and the main stem of the Wabash River. Existing populations were determined to be higher than expected in portions of the river where this fish was captured. No fish were captured in the Wabash River during the 2009 IDNR study. The species will continue to be affected by continued channelization, pollution and sewage effluents, urbanization, and

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Jenny Skufca Incidental Take Authorization Coordinator Illinois Department of Natural Resources June 29, 2017

activities, as needed. MPL’s Contractor will then mobilize equipment (1 week to complete) and install the geotextile matting and rock riprap stabilization materials (approximately 2 weeks to complete). Once all equipment has been removed from the site, and final site stabilization has been conducted (1 week to complete), the exclusion barriers will be removed. Therefore, the proposed project completion date will be approximately 4 weeks from start date. All appropriate state and federal permits and notifications will be completed and approved prior to project implementation. MPL submitted a Joint Permit Application to the USACE - St. Louis District Regulatory Division for Section 404 permit authorization, and subsequently received approval for this project in the form of permit authorization LRL-2016-116-mad (see Attachment B). No federal authorizations for take of threatened or endangered species have been issued for the proposed project.

Sincerely,

Arcadis U.S., Inc.

Scott Walker Principal Ecologist

Copies: Amber Mosier - MPL

Enclosures: Figures 1 Vicinity Map 2 Sand Darter Survey and Clearance Area

Attachments A. Eastern Sand Darter Survey Report, Marathon Pipe Line LLC Muddy Creek WRCL 739 Project, Cumberland County, Illinois B. U.S. Army Corps of Engineers Authorization ID No. LRL-2016-116-mad C. Muddy Creek WRCL 739 Cumberland County, Jewett, IL Design Plans D. Existing Easement 459-135-739

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Bibliography:

Daniels, R.A. 1993. Habitat of the eastern sand darter, Ammocrypta pellucida. Journal of Freshwater Ecology 8(4): 287-295.

Facey, D.E. 1998. The status of the eastern sand darter, Ammocrypta pellucida, in Vermont. Canadian Field-Naturalist 112(4):596-601.

Illinois Department of Natural Resources (IDNR). 2016a. Endangered Species in Illinois. Available online at http://www.dnr.illinois.gov/ESPB/Pages/default.aspx . (Accessed December 28, 2016).

Illinois Endangered Species Protection Board. 2014. Illinois Threatened and Endangered Species by County: Illinois Natural Heritage Database. Available online at http://www.dnr.illinois.gov/ESPB/Pages/ETListandListreviewandrevision.aspx. (Accessed January 29, 2017).

Illinois Department of Natural Resources. 2009. FY 2007-2008 State Wildlife Grant Final Report, Status Survey and Management of the Harlequin Darter and the Eastern Sand Darter in Southeastern Illinois, Project No. T-37-P-1. Located at: https://www.dnr.illinois.gov/conservation/iwap/documents/swgreports/t-37%20p- 1%20final%20status%20survey%20harlequin%20darter.pdf. Accessed on January 23, 2017.

National Marine Fisheries Service. 2000. Guidelines for Electrofishing Waters Containing Salmonids Listed Under the Endangered Species Act. 5 pp.

Smith, P.W. 1979. The Fishes of Illinois. University of Illinois Press, Urbana, Il. 314 pp.

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Marathon Pipe Line, Cumberland County, Illinois Muddy Creek WRCL 739 Eastern Sand Darter ITA ^` Project Location 0 0.25 0.5 0.75 1 Vicinity Map Miles FIGURE 1 G:\PROJECTS\MPL - 3256301Marathon 2016 DCMs\Permitting\MPL - Muddy Creek\GIS\MPL_MuddyCreek_vicinity_ITA.mxd ¹

Marathon Pipe Line, Cumberland County, Illinois Pipeline Exclusion Netting Muddy Creek WRCL 739 Eastern Sand Darter ITA Stream (with flow direction) Area of Direct Impact (ADI) 0 50 100 Sand Darter Survey Ordinary High Water Mark Survey/Clearance Area Feet Clearance Area FIGURE 2 G:\PROJECTS\MPL - 3256301Marathon 2016 DCMs\Permitting\MPL - Muddy Creek\GIS\MPL_MuddyCreek_surveyarea.mxd

Marathon Petroleum Company, LP

MUDDY CREEK WRCL 739 PROJECT CUMBERLAND COUNTY, ILLINOIS

Eastern Sand Darter Survey Report

October 2016

Muddy Creek WRCL 739 Project – Eastern Sand Darter Survey Report

MUDDY CREEK WRCL 739 PROJECT – Cumberland County, Illinois

Eastern Sand Darter Survey Report

Prepared for: Marathon Petroleum Company, LP

Prepared by: Arcadis U.S., Inc. 1717 West 6th Street Suite 210 Austin Texas 78703 Tel 512 451 1188 Fax 512 451 2930

Our Ref.:

03256301.0000

Date:

October 2016

This document is intended only for the use of the individual or entity for which it was prepared and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Any dissemination, distribution or copying of this document is strictly prohibited.

arcadis.com i Muddy Creek WRCL 739 Project – Eastern Sand Darter Survey Report

CONTENTS

1 Introduction ...... 1 2 Species and Habitat Distribution ...... 1 2.1 Eastern Sand Darter ...... 1 3 Regulatory Framework ...... 2 3.1 State-listed Threatened and Endangered Species ...... 2 4 Methods ...... 2 4.1.1 Presence/Absence Survey ...... 3 4.1.2 Habitat Evaluation ...... 3 4.2 Survey Results ...... 4 5 Literature Cited ...... 6

TABLES

Table 1. Water Quality Data Collected within the Muddy Creek Study Area ...... 4 Table 2. Number of Fish Species Collected During the Field Survey and their Collection Method ...... 5

FIGURES

Figure 1: Vicinity Map Figure 2: Survey Details Map

APPENDICES

Appendix A: Completed Physical Characterization/Water Quality Field Data Sheets Appendix B: Site Photographs

arcadis.com ii Muddy Creek WRCL 739 Project – Eastern Sand Darter Survey Report

1 INTRODUCTION

Arcadis U.S., Inc. (Arcadis) was contracted by Marathon Petroleum Company, LP (Marathon) to conduct a presence/absence survey for the Illinois state-listed threatened fish species eastern sand darter (Ammocrypta pellucida) within the Muddy Creek WRCL 739 project area, located in Jewett, Cumberland County, Illinois (hereafter referred to as the study area) (Figure 1). Eastern sand darters were observed within the study area during the field survey and the following survey report provides a description of the eastern sand darter and its habitat along with the methods and results of the survey. Based on information provided by Marathon, the WRCL 739 pipeline crosses Muddy Creek approximately two miles west/southwest of Jewett, Illinois. The pipeline is currently exposed across Muddy Creek for approximately 69 feet within the ordinary high water mark (OHWM) (Figure 2). Marathon proposes to cover and stabilize the pipeline using a geotextile matting system and rock riprap. The area of disturbance within Muddy Creek associated with the proposed pipeline maintenance activities extends 30 feet upstream and downstream of the pipeline centerline, delimiting a 60-foot survey corridor. The OHWM at the pipeline crossing is approximately 69 feet; therefore, the survey area is approximately 4,140 square feet (Figure 2). Included in this survey report is a background literature and database review for the species. The survey was designed to evaluate the presence or absence of this species within the study area, evaluate the potential for impacts associated with project implementation, and provide recommendations for appropriate impact avoidance, requisite permitting, and/or mitigation. The survey methods and results presented in this report are based on knowledge of the natural resources in the region, a review of relevant background literature, and discussions with agency representatives and/or ichthyological experts.

2 SPECIES AND HABITAT DISTRIBUTION

2.1 Eastern Sand Darter

One state-listed threatened fish species, the eastern sand darter, and one state-listed endangered fish species, the Harlequin darter (Etheostoma histrio), are indicated by the Illinois Department of Natural Resources (IDNR, 2016a) and Illinois Endangered Species Protection Board – Illinois Natural Heritage Database (2014) as species of potential occurrence in Cumberland County, Illinois. The eastern sand darter is currently known to occur in the Middle Fork of the Vermilion River and the middle Embarras River; however, it is considered extirpated from the remainder of its range in Illinois, the upper Little Wabash drainage, and the main stem of the Wabash River (Henry et al., 2009). Although the study area does not occur within the Embarras River, Little Wabash drainage, or Wabash River, Muddy Creek is a tributary of the middle Embarras River, located approximately 4.5 river miles to the east/southeast. Therefore, it is considered a species of potential occurrence within the study area. The Harlequin darter is restricted to a 20-mile stretch of the Embarras River in Cumberland and Jasper counties, Illinois (Smith, 1979; Henry et al., 2009). As a result, the Harlequin darter is not considered a species of potential occurrence within the study area. The eastern sand darter belongs to the class Actinopterygii (rayfinned fishes), order Perciformes, and family Percidae (Adams and Burr, 2004). The species is a terete and pellucid darter with a row of 9-13 brown dots along the lateral line, and a similar row along the dorsal ridge (Smith, 1979). A pronounced snout exhibits dusky markings, and several rows of scales above the lateral line are distinctly pigmented when compared to the body. The species has 8-10 dorsal spines, 8-10 anal rays, and one anal spine, with widely separated arcadis.com 1 Muddy Creek WRCL 739 Project – Eastern Sand Darter Survey Report

dorsal fins. There is not a needlelike spine projecting backward from the opercle. The eastern sand darter is similar in appearance to the western sand darter (Ammocrypta clara), but has more scales and pigment and lacks the opercular spine. Maximum length of the eastern sand darter is approximately three inches. The eastern sand darter occurs in rivers of high water quality over beds of pure sand, where it buries itself for protection and cover (Adams and Burr, 2004; Smith, 1979). Microhabitat variables such as substrate, water depth, and water velocity have been found to account for significant variation in species abundance, and the presence of sand substrate alone accounted for 46 percent of the variance (Daniels, 1993). In field collections, Daniels (1993) and Facey (1998) found eastern sand darters were most abundant on the depositional bank of the channel, directly downstream of a bend.

3 REGULATORY FRAMEWORK

3.1 State-listed Threatened and Endangered Species

In 1972, the Illinois General Assembly enacted the Illinois Endangered Species Act (ILESA) under the Illinois Compiled Statutes (520 ILCS 10/1). The Endangered Species Protection Board was created after the passage of the ILESA to implement the Act, which was designed to “protect those species of plants and animals native to Illinois which are in danger of being lost from the wild in Illinois.” The Endangered Species Protection Board is an independent board, but works closely with IDNR and the Illinois Nature Preserves Commission to ensure ongoing species preservation. Under 520 ILCS 10/3, it is unlawful for any person: (1) To possess, take, transport, sell, offer for sale, give, or otherwise dispose of any animal or the product thereof of any animal species which occurs on the Illinois List; (2) To deliver, receive, carry, transport, or ship in interstate or foreign commerce plants listed as endangered by the federal government without a permit therefore issued by the Department as provided in Section 4 of the Act; (3) To take plants on the Illinois List without the express written permission of the landowner; or (4) To sell or offer for sale plants, or plant products of endangered species, on the Illinois List.

The eastern sand darter is state-listed threatened by the Endangered Species Protection Board and is indicated as a species of potential occurrence in Cumberland County (Illinois Endangered Species Protection Board, 2014).

4 METHODS

Arcadis reviewed site maps, aerial photographs, natural resource database accounts, and other relevant scientific literature to complete preliminary determinations of the available resources, potentially suitable habitat, and known extent (or proximity) of eastern sand darter within the study area. A map of the survey area is provided in Figure 2. Specific methods of survey for the eastern sand darter are described below. The eastern sand darter survey was conducted on August 23, 2016 and in accordance with the general methods described in Status Survey and Management Implications of the Harlequin Darter and Eastern Sand Darter in Southeastern Illinois (Henry et al., 2009), supplemented by Rapid Bioassessment Protocols for Use in Streams and Wadeable Rivers (Barbour et al., 1999).

arcadis.com 2 Muddy Creek WRCL 739 Project – Eastern Sand Darter Survey Report

4.1.1 Presence/Absence Survey

The presence/absence survey was conducted using a combination of backpack electrofishing, seining, and dip-netting. Two variable-voltage backpack electrofishers were used: a Smith-Root Model LR-20B and a Halltech HT-2000 backpack unit. The seine consisted of a 4' x 20' minnow seine with 1/4" mesh and the dip-nets were made of 1/8" mesh. The guidance literature suggested using two seining methods to survey for eastern sand darters in waters that are less than one meter in depth, with low stream velocity, and with relatively few sampling obstructions (e.g., snags, boulders, large debris): kick sets and downstream hauls. For kick sets, two biologists position the 20' seine downstream of the habitat to be sampled while the backpack operator shocks their way downstream toward the net, disturbing substrates, logs, and rocks with their feet as they walk. This method is typically employed in areas where the stream current is sufficient to sweep stunned fishes into the net and over complex habitats (e.g. areas with snags, woody debris, cobbles, etc.). Downstream hauls are conducted by having two biologists pull the 20’ seine downstream, keeping the lead line in contact with the substrate, while the backpack operator walks in front of the net sweeping the anode back and forth just in front of the net. This method is typically employed in runs, pools, and riffle edges with few snags. However, due to extremely low flow rates in the study area (less than 0.5 cubic feet per second [cfs]), kick sets were not conducted as there was insufficient flow to sweep stunned fishes into the downstream seine. As a result, Arcadis utilized a combination of backpack electrofishing with dip-nets, followed by downstream and upstream seine hauls paired with backpack electrofishing. Electrofishing was conducted for approximately 2.25 hours by two crews of two biologists, totaling approximately 4.5 man-hours of electrofishing. During this time, all accessible habitats in the study area and immediate vicinity were surveyed and electrofishing continued until no new species were encountered. Arcadis then conducted two downstream seine hauls according to the methods described above, and conducted two upstream seine hauls following the same method (Figure 2). Seining was conducted for approximately 1.25 man-hours. The thalweg depth was greater than six feet, which was not accessible for survey by wading. However, Arcadis biologists did extend the electrofisher anode around logs, brush piles, and root wads near the edge of the thalweg while other biologists dip-netted fish as they left the structures. All fish collected during the survey were identified in the field to the lowest taxonomic level practical. Representative individuals of each species were measured (total length) and observations were made of individuals with diseases or other anomalies. Photographic voucher specimens were collected in the field prior to releasing the fish. Identification of fish species and scientific nomenclature followed The Fishes of Illinois (Smith, 1979).

4.1.2 Habitat Evaluation

Water quality measurements and habitat characteristics were collected within the study area during the field survey. Water temperature, dissolved oxygen, conductivity, and pH were measured using a Yellow Springs Institute (YSI) Series 600L multiprobe, equipped with an optical dissolved oxygen probe. As specified by the manufacturer, this instrument has the following accuracy: temperature, ±0.15 degrees Celsius (°C); specific conductance, 0.001 mS/cm; pH, ±0.2; DO, ±0.2 milligrams per liter (mg/L). Velocity and depth were measured with a Marsh-McBirney Flowmate 2000® digital flow meter and wading rod. Habitat data collected within the study area included estimates and descriptions of stream width, bank slopes, bank erosion potential, depth, habitat type (riffle, pool, run, or glide), substrate composition, aquatic plants, in-stream cover, tree canopy, and riparian cover. Observations of stream use, maximum pool depth, channel modifications, channel sinuosity, reach slope, and channel flow status were made over the entire arcadis.com 3 Muddy Creek WRCL 739 Project – Eastern Sand Darter Survey Report

study area. Data was recorded on standardized Physical Characterization/Water Quality Field Data Sheets (Barbour et. al. 1999).

4.2 Survey Results

The study area is characterized by steep, vertical banks with a broad, forested riparian community adjacent to the maintained pipeline right-of-way. Dominant tree species within the riparian community included American sycamore (Platanus occidentalis), Ohio buckeye (Aesculus glabra), and honey locust (Gleditsia triacanthos). Within the maintained right-of-way, the riparian community consisted of dense native and non- native herbaceous species, dominated by sunflower (Helianthus annuus), giant ragweed (Ambrosia trifida), and Indian woodoats (Chasmanthium latifolium). Stream morphology consisted of a shallow riffle complex at the northern margin of the study area (upstream) that transitioned into a long, slow moving pool. The long pool was located within the project area (i.e., the area of direct impact), but the riffle complex was located outside of the area of direct impact. Stream width was approximately 60 feet and water depth ranged from approximately one foot at the northern study area boundary to greater than six feet at the southern boundary. Streamflow within the study area was low, averaging less than 0.5 cfs. The substrate of Muddy Creek within the study area consisted primarily of soft clay and silt; however, the riffle complex exhibited a gravelly-sand substrate with occasional cobbles, boulders, and an adjacent depositional sand bar (Figure 2). Completed Physical Characterization/Water Quality Field Data Sheets are provided in Appendix A. Study area habitat photographs are provided in Appendix B. Water quality data collected during the field survey are provided in Table 1, below.

Table 1. Water Quality Data Collected within the Muddy Creek Study Area

Water Quality Parameter Measurement/Units

Temperature 21.65 °C

Turbidity 13.8 NTU

Specific Conductivity 466 mS/cm

Salinity 0.22 ppt

pH 7.56

Oxidation Reduction Potential (ORP) 39 mV

Dissolved Oxygen (DO) 6.36 mg/L (72.4 %)

Twenty fish species, representing 13 genera and seven families, were collected during the field survey, including five eastern sand darters (Table 2). All darter species, including the five eastern sand darters, were collected from the riffle complex with gravelly-sand substrate (located outside of the area of direct impact), which is consistent with the typical habitat requirements of the species. Photographs of each fish species collected during the field survey are provided in Appendix B. The locations of eastern sand darter habitat and fish collection are provided on Figure 2.

arcadis.com 4 Muddy Creek WRCL 739 Project – Eastern Sand Darter Survey Report

Table 2. Number of Fish Species Collected During the Field Survey and their Collection Method

Family Common Name Scientific Name Number Collection Method Collected

Atherinidae Brook silverside Labidesthes sicculus 39 Electrofishing/seine (silversides) (Cope) hauls Catostomidae Golden redhorse Moxostoma erythrurum 1 Seine hauls (suckers) (Rafinesque) Centrarchidae Green sunfish Lepomis cyanellus 19 Electrofishing (sunfish family) Rafinesque Bluegill Lepomis macrochirus 22 Electrofishing Rafinesque Longear sunfish Lepomis megalotis 20 Electrofishing (Rafinesque) Largemouth bass Micropterus salmoides 3 Electrofishing/seine (Lacépède) hauls White crappie Pomoxis annularis 1 Electrofishing Rafinesque Clupeidae Gizzard shad Dorosoma cepedianum 1 Electrofishing (herrings) (Lesueur) Cyprinidae Silverjaw minnow Ericymba buccata Cope 5 Seine hauls (minnows and carp) Spotfin shiner Notropis spilopterus (Cope) 42 Electrofishing/seine hauls Sand shiner Notropis stramineus (Cope) 4 Seine hauls Bluntnose minnow Pimephales notatus 90 Electrofishing/seine (Rafinesque) hauls Bullhead minnow Pimephales vigilax (Baird & 12 Electrofishing/seine Girard) hauls Unknown -- 39 Electrofishing/seine hauls Cyprinodontidae Blackstripe Fundulus notatus 24 Electrofishing (killfishes) topminnow (Rafinesque) Percidae (darters Eastern sand darter Ammocrypta pellucida 5 Seine hauls and perches) (Putnam) Greenside darter Etheostoma blennioides 1 Seine hauls Rafinesque Rainbow darter Etheostoma caeruleum 3 Electrofishing/seine Storer hauls Johnny darter Etheostoma nigrum 2 Electrofishing/seine Rafinesque hauls Blackside darter Percina maculata (Girard) 1 Seine hauls

arcadis.com 5 Muddy Creek WRCL 739 Project – Eastern Sand Darter Survey Report

5 LITERATURE CITED

Adams, G. and Burr, B. 2004. Conservation Assessment for the Eastern Sand Darter, Ammocrypta pellucida. Department of Zoology, Southern Illinois University, Carbondale, Illinois. Prepared for Hoosier National Forest, U.S.D.A. Forest Service, Bedford, Indiana. Barbour, M., Gerritsen, J., Snyder, B., and Stribling, J. 1999. Rapid Bioassessment Protocols for Use in Wadeable Streams and Rivers. Periphyton, Benthic Macroinvertebrates, and Fish. Second Edition. EPA 841-B-99-02. U.S. Environmental Protection Agency; Office of Water; Washington, D.C. Daniels, R.A. 1993. Habitat of the eastern sand darter, Ammocrypta pellucida. Journal of Freshwater Ecology 8(4): 287-295. Facey, D.E. 1998. The status of the eastern sand darter, Ammocrypta pellucida, in Vermont. Canadian Field-Naturalist 112(4):596-601. Henry, D., Pitcher, L., and Beachum, C. 2009. Status Survey and Management Implications of the Harlequin Dartern and Eastern Sand Darter in Southeastern Illinois. FY 2007-2008 State Wildlife Grant (SWG) Final Report. Project No: T-37-P-1. Illinois Department of Natural Resources (IDNR). 2016a. Endangered Species in Illinois. Available online at http://www.dnr.illinois.gov/ESPB/Pages/default.aspx . (Accessed August 8, 2016). Illinois Endangered Species Protection Board. 2014. Illinois Threatened and Endangered Species by County: Illinois Natural Heritage Database. Available online at http://www.dnr.illinois.gov/ESPB/Pages/ETListandListreviewandrevision.aspx . (Accessed August 8, 2016). Smith, P.W. 1979. The Fishes of Illinois. University of Illinois Press, Urbana, Il. 314 pp. U.S. Fish and Wildlife Service (USFWS). 2016. Environmental Conservation Online System: Species by County Report for Cumberland County, Illinois. Available online at https://ecos.fws.gov/ecp0/reports/species-by-current-range-county?fips=17035. Accessed August 8, 2016.

arcadis.com 6

FIGURES

Marathon Pipe Line, Cumberland County, Illinois Muddy Creek WRCL 739 Eastern Sand DocumentPath: G:\PROJECTS\MPL Muddy- Creek\GIS\MPL_MuddyCreek_vicinity.mxd Darter Survey Report 0 0.25 0.5 0.75 1 ^` Project Location Miles Vicinity Map FIGURE 1 1 2 1 2

Depositional Gravelly-Sand ¡[ Eastern Sand Darter Marathon Pipe Line, Cumberland County, Illinois Collection Location 0 50 100 Muddy Creek WRCL 739 Eastern Sand Darter Project Footprint Survey Report Flow Direction Feet Eastern Sand Darter Survey Area of Direct Impact (ADI) Pipeline Site Details FIGURE 4 2 4 DocumentPath: G:\PROJECTS\3256301 Marathon 2016DCMs\Permitting\MPL Muddy- Creek\GIS\MPL_MuddyCreek_darter_site_details.mxd 3 3

APPENDIX A

Completed Physical Characterization/Water Quality Field Data Sheets

APPENDIX B

Site Photographs

Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 1

Date: 8-23-2016

Description: View of survey area, with adjacent railroad bridge in the background. Facing north (upstream) towards riffle complex and sandbar.

Photo: 2

Date: 8-23-2016

Description: View of survey area, facing south (downstream).

1 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 3

Date: 8-23-2016

Description: View of exposed pipeline on the right stream bank. Photo facing upstream.

Photo: 4

Date: 8-23-2016

Description: Large depositional sand bar associated with riffle complex on northern boundary of the study area. Eastern sand darters were collected from this location.

2 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 5

Date: 8-23-2016

Description: View of instream sand bar (gravelly-sand) that extends southward (downstream) into the study area. Photo facing downstream.

Photo: 6

Date: 8-23-2016

Description: View of riffle complex with gravelly-sand substrate. Remnant railroad piers are visible in the streambed. Eastern sand darters were collected slightly downstream from this location.

3 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 7

Date: 8-23-2016

Description: Downstream seining of the sandbar habitat. Per the recommended survey protocol, an electrofisher was used in conjunction with seine hauls to increase collection efficiency.

Photo: 8

Date: 8-23-2016

Description: Example of seine collection.

View | HeaderFooter 4 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 9

Date: 8-23-2016

Description: Eastern sand darter (Ammocrypta pellucida) collected in riffle complex on northern boundary or study area.

Photo: 10

Date: 8-23-2016

Description: Eastern sand darter collected in riffle complex on northern boundary or study area.

View | HeaderFooter 5 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 11

Date: 8-23-2016

Description: Eastern sand darter collected in riffle complex on northern boundary or study area.

Photo: 12

Date: 8-23-2016

Description: Greenside darter (Etheostoma blennioides).

View | HeaderFooter 6 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 13

Date: 8-23-2016

Description: Blackside darter (Percina maculata).

Photo: 14

Date: 8-23-2016

Description: Darters in small photarium.

View | HeaderFooter 7 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 15

Date: 8-23-2016

Description: Johnny darter (Etheostoma nigrum).

Photo: 16

Date: 8-23-2016

Description: Rainbow darter (Etheostoma caeruleum).

View | HeaderFooter 8 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 17

Date: 8-23-2016

Description: Silverjaw minnow (Ericymba buccata).

Photo: 18

Date: 8-23-2016

Description: Bullhead minnow (Pimephales vigilax).

View | HeaderFooter 9 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 19

Date: 8-23-2016

Description: Blackstripe topminnow (Fundulus notatus).

Photo: 20

Date: 8-23-2016

Description: Sand shiner (Notropis stramineus).

View | HeaderFooter 10 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 21

Date: 8-23-2016

Description: Largemouth bass (Micropterus salmoides).

Photo: 22

Date: 8-23-2016

Description: White crappie (Pomoxis annularis).

View | HeaderFooter 11 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 23

Date: 8-23-2016

Description: Bluntnose minnow (Pimephales notatus).

Photo: 24

Date: 8-23-2016

Description: Longear sunfish (Lepomis megalotis)

View | HeaderFooter 12 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 25

Date: 8-23-2016

Description: Bluegill (Lepomis macrochirus).

Photo: 26

Date: 8-23-2016

Description: Gizzard shad (Dorosoma cepedianum)

View | HeaderFooter 13 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 27

Date: 8-23-2016

Description: Green sunfish (Lepomis cyanellus).

Photo: 28

Date: 8-23-2016

Description: Brook silverside (Labidesthes sicculus).

View | HeaderFooter 14 Project Photographs Muddy Creek WRCL 739 Project Eastern Sand Darter Survey Report Cumberland County, Illinois

Photo: 29

Date: 8-23-2016

Description: Spotfin shiner (Notropis spilopterus).

Photo: 30

Date: 8-23-2016

Description: Darters in small photarium.

View | HeaderFooter 15

Arcadis U.S., Inc.

1717 West 6th Street Suite 210 Austin, Texas 78703 Tel 512 451 1188 Fax 512 451 2930 www.arcadis.com

# REVISION DATE

HIGH BANK 10" WRCL PIPELINE EXPOSURE L = 69' T.O.P. 402.5'

TOE

CONTROL POINT O.H.W.M. N39.19897 W88.28056 ELEV. 407.4

TOE O.H.W.M.

HIGH BANK T.O.P. 403.7'

GPS: N39.19863° 30' 0' 30' 60' 90' W88.28078°

SHEET TITLE: EXPOSED PIPELINE EXISTING BURIED PIPELINE CONDITIONS FLOW LINE Synergy with Nature RIGHT OF WAY DATE: SHEET: SCALE: PROJECT #: DRAWING #: DWN BY: CKD BY: CONTACT: PHONE: ORDINARY HIGH THESE DRAWINGS WERE PREPARED BY SUBMAR, INC. THESE CONFIDENTIAL COPYRIGHT © SUBMAR, INC. O.H.W.M. DRAWINGS MAY NOT BE COPIED UNLESS APPROVED BY SUBMAR, INC. 2016 ALL RIGHTS RESERVED. 1/20/16 1 of 7 1" = 30' 13801 C-101 MJP BMC SHAWN WALLENFELSZ 419-421-4373 WATER MARK # REVISION DATE

10" WRCL PIPELINE

HIGH BANK

418 416 TOE 414

412

410 2.5:1

408 O.H.W.M. 406 CONTROL POINT N39.19897 W88.28056

403

404 O.H.W.M.

TOE

406 408 410 1.5:1 HIGH BANK 412 414 416

418

20' 0' 20' 40' 60' GPS: N39.19863° W88.28078° SHEET TITLE: PROPOSED SITE BURIED PIPELINE GRADING PLAN FLOW LINE Synergy with Nature RIGHT OF WAY ORDINARY HIGH DATE: SHEET: SCALE: PROJECT #: DRAWING #: DWN BY: CKD BY: CONTACT: PHONE: O.H.W.M. THESE DRAWINGS WERE PREPARED BY SUBMAR, INC. THESE CONFIDENTIAL COPYRIGHT © SUBMAR, INC. WATER MARK DRAWINGS MAY NOT BE COPIED UNLESS APPROVED BY SUBMAR, INC. 2016 ALL RIGHTS RESERVED. 1/20/16 2 of 7 1" = 20' 13801 C-102 MJP BMC SHAWN WALLENFELSZ 419-421-4373 # REVISION DATE

1 3 5 SUBMAR MAT SYSTEM 10" WRCL 8' x 20' (34 TOTAL) HIGH BANK PIPELINE

TOE

O.H.W.M.

CONTROL POINT N39.19897 W88.28056

BACKFILL EXCAVATED 3' DEEP TRENCH WITH EXISTING MATERIAL

3' DEEP x 10' LONG SUBGRADE ROCK GRADE CONTROL O.H.W.M. TOE

HIGH BANK

EROSION CONTROL BLANKET (4,670 TOTAL SF)

GPS: N39.19863° W88.28078°

1 SECTION # 3 5 1 20' 0' 20' 40' 60' SECTION 3 5

SCALE: 1" = 10' SHEET # WHERE SECT. SHEET # WHERE SHEET TITLE: IS TAKEN FROM SECT. IS DRAWN PROPOSED SUBMAR BURIED PIPELINE MAT ARMORMENT PLAN FLOW LINE Synergy with Nature RIGHT OF WAY ORDINARY HIGH DATE: SHEET: SCALE: PROJECT #: DRAWING #: DWN BY: CKD BY: CONTACT: PHONE: O.H.W.M. THESE DRAWINGS WERE PREPARED BY SUBMAR, INC. THESE CONFIDENTIAL COPYRIGHT © SUBMAR, INC. WATER MARK DRAWINGS MAY NOT BE COPIED UNLESS APPROVED BY SUBMAR, INC. 2016 ALL RIGHTS RESERVED. 1/20/16 3 of 7 1" = 20' 13801 C-103 MJP BMC SHAWN WALLENFELSZ 419-421-4373 # REVISION DATE

BACKFILL EXCAVATED SUBMAR MAT SYSTEM EXISTING 8' x 20' (34 TOTAL) GRADE 3' DEEP TRENCH WITH 3' DEEP x 10' LONG SUBGRADE EXISTING MATERIAL ROCK GRADE CONTROL O.H.W.M.

PROPOSED 10" WRCL GRADE PIPELINE

GPS: N39.19863° W88.28078° 10' 0' 10' 20' 30'

SHEET TITLE: BURIED PIPELINE PROFILE PROPOSED FILL

PROPOSED CUT Synergy with Nature ORDINARY HIGH THESE DRAWINGS WERE PREPARED BY SUBMAR, INC. THESE CONFIDENTIAL DATE: SHEET: SCALE: PROJECT #: DRAWING #: DWN BY: CKD BY: CONTACT: PHONE: O.H.W.M. COPYRIGHT © SUBMAR, INC. WATER MARK DRAWINGS MAY NOT BE COPIED UNLESS APPROVED BY SUBMAR, INC. 2016 ALL RIGHTS RESERVED. 1/20/16 4 of 7 1" = 10' 13801 C-104 MJP BMC SHAWN WALLENFELSZ 419-421-4373 # REVISION DATE

BACKFILL EXCAVATED EXISTING 3' DEEP TRENCH WITH GRADE EXISTING MATERIAL

SUBMAR MAT SYSTEM 8' x 20' (34 TOTAL)

O.H.W.M.

10" WRCL PROPOSED PIPELINE GRADE

1 SECTION 3 5

SCALE: 1" = 20'

GPS: N39.19863° W88.28078°

SECTION # 3 4 7 20' 0' 20' 40' 60' SHEET # WHERE SECT. SHEET # WHERE IS TAKEN FROM SECT. IS DRAWN SHEET TITLE: BURIED PIPELINE

CROSS SECTION PROPOSED FILL

Synergy with Nature PROPOSED CUT

THESE DRAWINGS WERE PREPARED BY SUBMAR, INC. THESE CONFIDENTIAL DATE: SHEET: SCALE: PROJECT #: DRAWING #: DWN BY: CKD BY: CONTACT: PHONE: ORDINARY HIGH COPYRIGHT © SUBMAR, INC. O.H.W.M. DRAWINGS MAY NOT BE COPIED UNLESS APPROVED BY SUBMAR, INC. 2016 ALL RIGHTS RESERVED. 1/20/16 5 of 7 1" = 20' 13801 C-105 MJP BMC SHAWN WALLENFELSZ 419-421-4373 WATER MARK # REVISION DATE

38° PROPOSED SUBMAR MAT TRENCH SYSTEM PIPELINE HIGHBANK 4.5" 12" 8.25" GEOTEXTILE UNDERNEATH SUBMAR MAT SYSTEM

EXISTING GRADE X:1 SLOPE

3.75" 3.75" 3' PROPOSED 2.25" EXISTING TOE GRADE STREAM BED

SUB MAR BACKFILL EXCAVATED 3' GEOTEXTILE UNDERNEATH DEEP TRENCH WITH SUBMAR MAT SYSTEM TO COMPACTED MATERIAL. BE PLACED 1' BEYOND MAT X:1 SLOPE SYSTEM

MAR

SUB MATTRESS TYPE: REVETMENT UPSTREAM ANCHOR TRENCH DETAIL MATTRESS DIMENSIONS: 8' x 20' x 4.5" GEOTEXTILE MATTRESS WEIGHT: AIR 6,200 POUNDS NOTE: FABRIC SCALE: N.T.S. MATTRESS WEIGHT SUBMERGED: 3,600 POUNDS (APPROX.) 1. EXACT PLACEMENT OF MATS AND/OR CONCRETE DENSITY: 145 LBS PER CU. FT., 4,000 PSI ANCHORS WILL BE DETERMINED IN THE 160 ELEMENTS: 5/8" ULTRA VIOLET STABILIZED COPOLYMER FIELD. PROPOSED HIGHBANK EXTRUDED FIBER ROPE, MINIMUM TENSILE 2. MATS ARE PLACED ON A GEOTEXTILE 3' OVERLAP SHINGLE TRENCH STRENGTH 9,500 POUNDS FABRIC AS SHOWN IN DETAIL. UPSTREAM OVER DOWN STREAM SS. WORM DRIVE SUBMAR MAT SYSTEM GEOTEXTILE PLAN LAYOUT 8' x 20' x 4.5" CONNECTORS MATS MAT 2 SCALE: N.T.S. SCALE: N.T.S. MAT 1

SUBMAR MAT SYSTEM BACKFILL EXCAVATED 2' ROCK TO BE PLACED AT PIPELINE DEEP TRENCH WITH LEAST 3 ELEMENTS IN AND COMPACTED MATERIAL EXISTING A MINIMUM OF 10' OUT SUBMAR MAT EXISTING GRADE SYSTEM GRADE

SS. WORM DRIVE CONNECTORS 8' x 20' x 4.5" CURRENT MATS 2' PROPOSED FLOW GRADE 3' MAT 2 MAT 1 GEOTEXTILE UNDERNEATH SUBMAR MAT SYSTEM 10'

GEOTEXTILE UNDERNEATH NOTE: ROPE TUCKED SUBMAR MAT SYSTEM TO 316 STAINLESS STEEL 2,200 LB. BREAKING UNDER PROPOSED BE PLACED 1' BEYOND MAT STRENGTH IN THE LINE CONFIGURATION GRADE ABOVE. 5/16" NUT DRIVER NEEDED

FLANK TRENCH DETAIL ROCK SUBGRADE ROCK GRADE CONTROL DETAIL PERIMETER MAT CONNECTION DETAIL

SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.

GPS: N39.19863° W88.28078° SHEET TITLE: TYPICAL DETAILS

Synergy with Nature THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR ESTIMATING DATE: SHEET: SCALE: PROJECT #: DRAWING #: DWN BY: CKD BY: CONTACT: PHONE: PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS. THESE CONFIDENTIAL COPYRIGHT © SUBMAR, INC. DRAWINGS MAY NOT BE COPIED UNLESS APPROVED BY SUBMAR, INC. 2016 ALL RIGHTS RESERVED. 1/20/16 6 of 7 N.T.S. 13801 C-106 MJP BMC SHAWN WALLENFELSZ 419-421-4373 # REVISION DATE HIGHBANK DISCHARGE PIPE SEDIMENT BAG CLEAN WATER APPROVED DEWATERING PUMP SANDBAG DAM (SEE WITH CONTAINMENT CROSS SECTION) STRAW SUMP-HOLE OR TOE SUCTION PIPE BALES POOL (12" TO 18" 6' MAX DEEP 2' DIA.) CENTER TO CENTER 36" MIN. FENCE POST LENGTH SEDIMENT DRIVEN MIN. 16" INTO GROUND SANDBAG DAM ENERGY DISSIPATOR 16" MIN. HEIGHT OF (PUMPS SHOULD SUCTION PIPE DISCHARGE PIPE WOVEN SLIT FILM GEOTEXTILE DISCHARGE ONTO A STABLE VELOCITY STREAM DIVERSION DISSIPATOR MADE OF PUMPS WITH RIPRAP OR SANDBAGS) 8" MIN. DEPTH CONTAINMENT INTO GROUND STRAP WORK AREA LENGTH HIGHBANK NOT TO EXCEED THAT WHICH CAN BE COMPLETED IN ONE DAY FLOW 36" MIN. FENCE FILTER BAG POST LENGTH 12" MIN. IMPERVIOUS FENCE POST 18" SHEETING WOVEN SLIT FILM MIN. ABOVE GROUND GEOTEXTILE UNDISTURBED PUMP DISCHARGE BASE FLOW + 1' WORK GROUND (2' MIN.) FLOW HOSE 12" MIN. AREA EMBED GEOTEXTILE MIN. OF 8" VERTICALLY INTO THE GROUND. BACKFILL FENCE POST DRIVEN MULCH, LEAF / WOOD COMPOST, AND COMPACT THE SOIL ON A MIN. OF 16" INTO STRAP WOODCHIPS, SAND OR STRAW BALES BOTH SIDES OF GEOTEXTILE THE GROUND SLOPE FLOW 5% MAX. DEWATERING DETAIL

SCALE: N.T.S. POSTS FILTER BAG 8" MIN. STEP 1 STEP 2

OVERLAP OR ABUT STAPLE FILTER BAG CONSTRUCTION SPECIFICATIONS ROLL EDGES (TYP.) STAPLE STAPLE TWIST POST TOGETHER STAPLE 1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE. 6" MIN. OVERLAP STAPLE STAPLE 2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOOD CHIPS, SAND OR STRAW BALES) AT ROLL END (TYP.) LOCATED ON A LEVEL OR 5% MAX. SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND BASE A MIN. OF 12" FINAL STEP 3 FROM EDGES OF BAG. 6" DEEP (MIN.) CONFIGURATION KEY I NTRENCH 3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE STAPLE STAPLE MANUFACTURING RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE. 4. REMOVE & PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS PREPARED SLOPE (SEEDBED) REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN APPROVED WITH SEED IN PLACE UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE. EROSION CONTROL BLANKET CONSTRUCTION SPECIFICATIONS SILT FENCE CONSTRUCTION SPECIFICATIONS 5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO ACCOMODATE A MAX. 4" DIA. PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A NONWOVEN 1. USE TEMP. SOIL STABILIZATION MATTING MADE OF DEGRADABLE (LASTS 6 MOS. MIN.) NATURAL OR MAN-MADE FIBERS GEOTEXTILE THAT MEETS OR EXCEEDS MIN. AVERAGE ROLL VAULES (MARV) FOR THE FOLLOWING: 1. USE WOOD POSTS 1-3/4" x 1-3/4" ± 1/16" (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS AN (MOSTLY ORGANIC). MAT MUST HAVE UNIFORM THICKNESS & DISTRIBUTION OF FIBERS THROUGHOUT & BE SMOLDER GRAB TENISLE 250 LB ASTM D-4632 ALTERNATIVE TO WOODEN POST USE STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING NOT LESS RESISTANT. CHEMICALS USED IN THE MAT MUST BE NON-LEACHING & NON-TOXIC TO VEGETATION & SEED PUNCTURE 150 LB ASTM D-4833 THAN 1 POUND PER LINEAR FOOT. GERMINATION & NON-INJUROUS TO THE SKIN. IF PRESENT, NETTING MUST BE EXTRUDED PLASTIC WITH A MAX MESH FLOW RATE 70 GAL/MIN/FT² ASTM D-4491 2. USE 36" MINIMUM POSTS DRIVEN 16" MINIMUM INTO GROUND NO MORE THAN 6' APART. OPENING OF 2"x2" & SUFFICIENTLY BONDED OR SEWN ON 2" CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL TO PERMITTIVITY (SEC¯¹) 1.2 SEC¯¹ ASTM D-4491 3. USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXTILE PREVENT SEPARATION OF THE NET FROM THE PARENT MATERIAL. UV RESISTANCE 70% STRENGTH @ 500 HOURS ASTM D-4355 SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES AT TOP AND MID-SECTION. 2. SECURE MATTING USING STEEL STAPLES, WOOD STAKE OR BIODEGRADABLE EQUIVALENT. STAPLES MUST BE "U" OR "T" APPARENT OPENING SIZE (AOS) 0.15 - 0.18 MM ASTM D-4751 4. PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE SHAPED STEEL WIRE HAVING A MIN. GAUGE OF NO. 11 AND NO. 8 RESPECTIVELY "U" SHAPED STAPLES MUST AVERAGE 1" SEAM STRENGTH 90% ASTM D-4632 INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE TO 1-1/2" WIDE & BE A MIN. 6" LONG. "T" SHAPED STAPES MUST HAVE A MIN. 8" MAIN LEG, A MIN. 1" SECONDARY LEG, & A 6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS OR PUNCTURES. DURING OPERATION KEEP CONNECTION REQUIREMENTS IN SECTION H-1 MATERIALS. MIN. 4" HEAD. WOOD STAKES MUST BE ROUGH-SAWN HARDWOOD, 12" TO 24" IN LENGTH, 1" x 3" IN CROSS SECTION & BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED. 5. EMBED GEOTEXTILE A MINIMUM OF 8" VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT WEDGE SHAPED AT THE BOTTOM. THE SOIL ON BOTH SIDES OF FABRIC. 3. PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREP. & PERMANENT SEEDING IN ACCORDANCE WITH SPECS. 6. WHERE 2 SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST AND STAPLE TO POST IN ACCORDANCE PLACE MATTING WITHIN 48 HRS OF COMPLETING SEEDING OPERATIONS UNLESS END OF WORKDAY STABILIZATION IS FILTER BAG DETAIL WITH THIS DETAIL. SPECIFIED ON THE APPROVED EROSION & SEDIMENT CONTROL PLAN. 7. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF 5' HORIZONTAL UPSLOPE AT 45 DEGREES 4. UNROLL MATTING DOWN SLOPE. LAY MAT SMOOTHLY & FIRMLY UPON THE SEEDED SURFACE. AVOID STRETCHING THE SCALE: N.T.S. TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS. MATTING. 8. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN 5. OVERLAP OR ABUT ROLL EDGES PER MANUFACTURING RECCOMENDATIONS. OVERLAP ROLL ENDS BY 6" (MIN.) WITH SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. IF UNDERMINING OCCURS, THE UPSLOPE MAT OVERLAPPING ON TOP OF THE DOWNSLOPE MAT. REINSTALL FENCE. 6. KEY IN THE UPSLOPE END OF MAT 6" (MIN.) BY DIGGING A TRENCH, PLACING THE MATTING ROLL END IN THE TRENCH, STAPLING THE MAT IN PLACE, REPLACING THE EXCAVATED MATERIAL, & TAMPING TO SECURE THE MAT END IN THE SILT FENCE DETAIL KEY. 7. STAPLE/STAKE MAT IN A STAGGERED PATTERN ON 4' (MAX.) CENTERS THROUGHOUT & 2' (MAX.) CENTERS ALONG SEAMS, JOINTS & ROLL ENDS. SCALE: N.T.S. 8. ESTABLISH & MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE CONTINUOSLY MET IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABILIZATION. EROSION CONTROL BLANKET DETAIL GPS: N39.19863° SCALE: N.T.S. W88.28078° SHEET TITLE: TYPICAL DETAILS